HomeMy WebLinkAboutELMORE #2 BLK 7 LT 4D
'67
Department of Environmental Quahty
3330 C Street
Anchorage. Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME ~'~/-~'~" .~,~'~-~,/~'~ MAILING ADDRESS
LOCATION ~,~//-,/,x.-/~j ~x-~-~,xc~ .,,~,~,/~-. LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE _~-~ ~.,,_~,~,..- NUMBER OF
FROM WELL'/~-~*'"'~"~/-'"~VIANUFACTURER ~.,'.,~,'~7~' ~' MATERIAL,~'/-'"';c"-~',~'-'"~?-'7' COMPARTMENTS -
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH IIQUID CAPAClTY,~.,/-2~/~ GALLONS.
SEEPAGE PiT. 7'¥~, /,'""'-/,"~'--~'-'?'~."-/-~"'~'-'~',~-~-.~- /'~,,~:-_
NUMBER OF PITS DIAMETER OR WIDTH , LENGTH~. DEPTH ~
LINING MATERIAL ~:/'--."~=-'- CRIB SIZE: DIAMETER DEPTH DISTANCE FROM: WELI.~-/~'~'~"~,.~ ~'~TM.
BUILDING FOUNDATIO~ ~'' TOTAL EFFECTIVE
NEAREST LOT LINE~~'~''C?/'~'~.' ABSORPTION AREA (WALL AREA) '~?~"~'J~-- SQ. Fl'.
ADDITIONAL ABSORPTION -~'/-'//,.~
WELL:
TYPE /'x[/"~/'~:~//~-~"'"~ C O N ST R U C T I O N DEPTH DISTANCE FROM:
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION LOT LINE SEWER LINE. TANK SYSTEM
CESSPOOL
APPROVED
.. OTHER SOURCES
DISAPPROVED
REMARKS
DISTANCES:
DIAGRAM OF SYSTEM
INSTALLED
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Form NO, EQ-031
DATE
G.A.A.B.
RA?ART D~TILLL~:G :'.~KS
Anchorage, Alaska, 93502 Feb. ~th,
six inch Water Well drilled and cased out to 82 feet.
Drilled at the rs.te of $16.00 per foot.
Locaticn of Well site: Lt. 4 Blk. 7 Sub. El~ore $2 ;
Driller: Bernie Claus of ~.part Drillin~ Works 3~?!_7714
Well Lo~:
0----23' Gravel %rlth several
23-~=56' Sandy cl~y
~6---78' Sandy gravel-some trances of :.rater throu,zhout,
Water be~rin,m gravel prcducLug 8GI~..'.~ cons~r%~tive!y.
78---82'
Ccst inc!udez al! labor and naterial for c~...pleticn of said drilling.
%~ite check payable to R~p~rt Drill~_ug Work~ fo~ the sun of
Th~nk you ve~, much,
Berrio Claus of Ra.~par% Drill~.~ko.' -'--...
I'AUNI~ALITY OF ANCHOI~AGI~
~AUB $1. lg84 ~
.RECEIVED
GREATER ANCHORAGE AREA BOR'C~UGH
DEPARTMENT OF* ENVIRONMENTAL QUALITY . ~,~
3330 "C" ~l'REET ANCHORAGE, ALASKA 99503 E~ ~ ~
SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT
PERMIT NO.
PHONS
FINANCED THROUGH
BO~L TEST RESULTS
TO BS INSTALLED BY
DRAIN FIELD ~ OTHER
MINIMUM DISTANCES. RIrQUIREM£NT~
%'VELL TO SEPTIC TAN K /0~1 DRAIN FIELD )~ ~
DRAIN FIELD
¢
/o
SEEPAGE PIT
DRAIN FISLD
I
/0o
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
DATE. J//~/'7 '~// APPLICANT', $1GNATDRS ,X~. ~-'v'' )~
GREATER ANCHORAGE AREA BOR(~'UGH
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
3330 'C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PHONS
OTHER
F"['c ~ 7~-T;"' F~' flOTE~ THIS PERMIT IS NOT VALID WITHOUT ~OIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE:
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SiZE / ~ ('~ [' TYPE SEEPAGE AREA SIZE TYPE
MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM
FOUNDATION TO SEPTIC TANK
/
FOUNDATION TO SEEPAGE PIT *'~ ~ DRAIN FIELD
BEPTIC TANK TO SEEPAGE PIT WALL / ~*' /
SEPTIC TANK ~ SEEPAGE PIT ·
TO NEAREST LOT LINE*
WELL TO SEPTIC TANK /~r~ Z
SEPTIC TANK.-- /~-'C / SEEPAGE PIT
~-o / /~, /
· SEEPAGS P~T t' ~ /
ALSO CONSIDER AREA WSLLS.
/~'~ / DRAIN FIELD f~'~ /
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING DAP OF
EXCAVATION S FEET INTO UNDISTURBED BOIL,
GRAVEL BACKFILL
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE Al:ISA BOROUGH ORDINANCE NO. 2S-S8 AND THAT THE ABOVE
'Or~anics
Note:
Organic Sil~.
Sandy Gravel ' '-: ' .... '" ' "':~-"-;- '
~race silt (SW) i. . .. · ........ , . ...........
Sandy Gravel (~I) .'27/i
Test Hole ~cavated
'Engineerin~ B Geological Consultants Inc.
~~c.o.~e[ ~,..~#.s ALASKA ~UN[~U
sc~{.m' 1"-2~ ~ mY BH
R&M EN ,NEERING & GEOLOGICAL ·CONSULTANTS
229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503
TELEPHONE 907-279-~483 TELEX 090-35419
Land ,gjrVeyors
JAMES W. ROONE¥o P. E.
MALCOLM Ao MENZIE$° P.E.,
JAMES H. WELLMAN, P.E.
tit.. Don Dahl
Box 78 Star Rt. A
Anchorage, Alaska
Re:
Hole and Soil L~g Report for Sanftary ~7stem '
Lot 6, Block 7, Elmore Subdivision No. 2
Dear Hr. Dahl:
~e are submitting herewith the test boring results and our co-~ents
regarding soil conditions encountered at the sub~ec[ site. This
investigation vas performed in accordance with your request of
November 6th~ 197~, and those procedures outlined in a
letter dated September 13, 1971 by Hr. Rolf Strickland of the Greater.
Anchorage Area Borough Depart~ent oE Environmental quality. '
A single test hole was put do~-awithtn the Lot ~ area for the purpose '
of defining general subsurface soil conditions for the proposed
sanitary system2 Excavation~ras accomplished with a tractor-mounted
backhoe and the test hole was extended to a total depth of 11.5 feet
below ground surface. The final log prepared for the test hole has
been included in Drawing A-01.
Ground water was encountered in the test hole,at a depth of 11.5 feet.
~e appreciate'being given this opportunity to be of service to you.
Should you have any questionswith regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & H ENGINEERING & ~EOLOGICAL CONSULTANTS
James W. Rooney
JW~:ng
xc: . CAAB
ANCHORAGE
FAIRSANKS
JUNEAU
